Civil Engineering Reference
In-Depth Information
50. Pi,Y.L. andTrahair, N.S. (1994) Nonlinear inelastic analysis of steel beam-columns -
Theory,
Journal of Structural Engineering, ASCE
,
120
, No. 7, pp. 2041-61.
51. Pi,Y.L. andTrahair, N.S. (1994) Nonlinear inelastic analysis of steel beam-columns -
Applications,
Journal of Structural Engineering, ASCE
,
120
, No. 7, pp. 2062-85.
52. Wongkaew, K. and Chen, W.F. (2002) Consideration of out-of-plane buckling in
advanced analysis for planar steel frame design,
Journal of Constructional Steel
Research
,
58
, pp. 943-65.
53. Trahair,N.S.andChan,S.-L.(2003)Out-of-planeadvancedanalysisofsteelstructures,
Engineering Structures
,
25
, pp. 1627-37.
54. Trahair, N.S. and Hancock, G.J. (2004) Steel member strength by inelastic lateral
buckling,
Journal of Structural Engineering, ASCE
,
130
, No. 1, pp. 64-9.
55. Horne, M.R. (1956)The stanchion problem in frame structures designed according to
ultimate carrying capacity,
Proceedings of the Institution of Civil Engineers, Part III
,
5
, pp. 105-46.
56. Horne, M.R. (1964) Safe loads on I-section columns in structures designed by plastic
theory,
Proceedings of the Institution of Civil Engineers
,
29
, September, pp. 137-50.
57. Horne,M.R.(1964)Theplasticdesignofcolumns,
PublicationNo. 23
,BCSA,London.
58. Institution of Structural Engineers and Institute of Welding (1971)
Joint Committee
Second Report on Fully Rigid Multi-Storey Steel Frames
, ISE, London.
59. Wood, R.H. (1973) Rigid-jointed multi-storey steel frame design: a state-of-the-
art report,
Current Paper, CP 25/73,
Building Research Establishment, Watford,
September.
60. Wood, R.H. (1974)
A New Approach to Column Design
, HMSO, London.
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